부산지역 준설매립지반의 압밀거동 특성 분석

• 영문명: Analyses on Consolidation Characteristics of Dredged and Reclaimed Soils in Busan Area
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 유남재(Yoo, Nam-Jae) 김동건(Kim, Dong-Gun)황희석(Hwang, Hee-Seok)
• 간행물 정보: 『산업기술연구』vol.32, 87~94쪽, 전체 8쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 2012.09.30

영문 초록

For soils with high void ratios, the inverse method of utilizing results obtained from centrifuge model test was used to find the constitutive relation of effective stress - void ratio - permeability whereas conventional oedometer test and constant rate of strain consolidation(CRS) test about settlement of interface and pore pressure and distribution with time were compared with numerically estimated values to confirm such a constitutive relation as obtained from the inverse method. As results of numerical method, the volumetric ratio and reclamation velocity were obtained for the reclamation condition.

목차

1. 서론

2. 이론적 배경

3. 시험방법

4. 시험결과

5. 역해석에 의한 구성관계 산정

6. 투기조건에 따른 체적변화비 산정

7. 결론

키워드

준설매립토 원심모형실험 역해석기법 Dredged and Reclaimed Soil Centrifuge Model Test Inverse method